A road marking does not "shine". It retroreflects: light from a headlamp enters the glass sphere, is refracted, focuses on the reflective pigment layer behind the bead, and is returned along a path close to the incoming beam — back toward the driver rather than into the sky.
Three conditions must hold simultaneously:
the bead is spherical and clear enough to refract predictably;
the bead is embedded at the correct depth — roughly half to 60% of its diameter — so it sits in the binder yet still protrudes;
there is a reflective backing behind it (the pigment in the paint or thermoplastic).
Break any one and the bead reverts to being an expensive filler.
Standard beads (refractive index ≈ 1.50, the AASHTO M247 / EN 1423 baseline) are designed to focus light at the rear surface of the sphere. That geometry only works when the bead is surrounded by air. Once a film of water — refractive index ≈ 1.33 — covers the marking, the light path changes: the focal point shifts, part of the beam is scattered at the water surface, and retroreflected intensity collapses. The line is physically intact and optically gone.
Two measures recover performance in the wet:
1.Larger beads that break the water film, so part of the sphere still operates in air;
2.High-index beads (RI ≈ 1.90), whose shorter focal length keeps the light path inside the sphere even under a water layer, and which tolerate a wider observation angle — the geometry that matters when the driver is 30–50 m back at night.
This is why "1.9 index" and "wet-night" appear together in specifications for airport runways, tunnel approaches, high-rainfall corridors and accident-blackspot restriping. It is not a premium upgrade for its own sake; it is a different optical design for a different operating condition.
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Refractive index. Specify the minimum, not "high refractive". RI 1.50 is the general-purpose baseline; 1.90 is the wet-night and critical-zone grade. Ask for the test method and the batch value, not a catalogue claim.
Gradation and drop-on rate. AASHTO M247 Type 1 spans 1180–150 μm, Type 3 is deliberately coarser at 1700–710 μm for higher retroreflectivity on high-speed roads; EN 1423 drop-on grades typically span 850–180 μm. Gradation must match the binder film: beads too fine for a thick thermoplastic sink and contribute nothing at installation, while beads too coarse for a thin paint film are dislodged by the first pass of traffic. Drop-on rate for thermoplastic typically sits in the 400–500 g/m² band — and more is not better. Over-application buries beads below the surface; under-application leaves a dark line at night.
Roundness and clarity. AASHTO M247 requires a minimum of 70% true spheres; EN and JT/T 446 practice commonly calls for 80% or better. Angular particles scatter light instead of returning it, and internal air inclusions absorb it. Both are visible under a simple microscope and both are cheap to check on a pre-shipment sample.
Coating. Two families dominate: silicone-based moisture-proof coatings that stop beads from clumping in the tank and gun, and silane adhesion coatings that chemically bond the bead to the binder so it is not shed by traffic. High-humidity and high-rainfall markets usually need both — which means the coating type has to be written into the purchase order, not assumed.
A frequent procurement confusion: premix beads and drop-on beads are specified by different standards and do different jobs.
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A system that specifies only one of the two will fail at one end of its service life: no premix means retroreflectivity decays permanently once the surface beads are gone; no drop-on means the line fails its opening inspection.
Retroreflectivity is not a property of paint. It is a property of a system — pigment, binder, bead geometry and bead placement — and the bead is the part most often left unspecified. Rain does not degrade a marking gradually; it reveals, in one night, whether the bead was specified correctly eighteen months earlier.